Abstract: An attachment is provided for connecting two building members together such as a header and an adjoining support member. The attachment includes a plate having an engaging surface for extending across and in engagement with the two building members. At least one L-shaped bracket projects from the plate. The L-shaped bracket includes first and second tabs that form an angle of approximately 90° and which are offset with respect to the plate. The first and second tabs as well as the plate are adapted to be secured to the two building members.

Abstract: A roof truss is provided comprising a bottom chord, a first top chord, and a second top chord forming a triangle with an apex at a distance A above the bottom chord. At least a web member is disposed between the top chords and the bottom chord such that, in a first state of operation, the at least a web member is capable of transmitting at least one of a tension force and a compression force between the top chords and the bottom chord. The roof truss further comprises at least an expandable interface for expandable interfacing at least one of the at least a web member with one of the chords for enabling, in a second state of operation, expansion of the distance A to an extent that uplift of the bottom chord is substantially reduced.

Abstract: A bracket for use with metal construction framing which is a generally planar construct having a first outer flange and a second outer flange, configured to form a recess between such flanges suitable to engage at least one face of a metal construction stud and to interlock with the stud via at least two non-longitudinal tabs.

Abstract: A gusset connector plate for anchoring a safety line to a roof truss, a roof truss and an anchoring system incorporating the same. The plate is substantially planar and includes an attachment region and an anchor portion. Teeth extend from the attachment region and into the sides of truss members that form the peak of the roof truss. The anchor portion extends laterally beneath the peak and a hole defined therein receives the connector for the security line. The hole is disposed below the lower surfaces of the truss members and vertically beneath the peak. The plate is permanently engaged with the truss. A single plate or a pair of plates may be incorporated in the roof truss and utilized in the anchoring system.

Abstract: A mounting bracket and structural bridging fastener comprises an angle mounting bracket attached to a stable base, the bracket comprising a substantially planar main body and a mounting plate oriented perpendicular to the main body, the mounting plate and main body being connected through a complex formation in the angle mounting bracket, a loaded subcomponent configured to be attached to the mounting bracket so that the attachment point of the loaded subcomponent is aligned directly with the main body, a fastener comprising a structural portion adapted to lie between and be rigidly fastened to the mounting plate and to the main body adjacent the complex formation, with the fastener further comprising a threaded portion adapted to connect the loaded subcomponent to the mounting plate. The threaded portion may be an extension of the structural portion adapted to receive a nut, or the threaded portion may be internal to the structural portion and adapted to receive a bolt.

Abstract: Provided is a fastener element for securing a curing blanket over the open upper end of a concrete form. The fastener element comprises a wire body including a central portion extending laterally for at least the distance of the width of the concrete form and a pair of attachment portions at opposite ends of the central portion. The attachment portions secure the fastener element to the outer walls of the concrete form.

Abstract: Cost-effective reinforcement system for frames walls helps support against failure from violent lateral forces. Strips of resin-impregnated textile in crossed pairs are attached to frame members. Attachment of ends of strips is ductile due to use of multiple fiber anchors.

Abstract: Reinforcing connector (10) for reinforcing attachment among components (110) of a structure (100); such as crossing beams (111), beam (111) supporting a slab deck (113), or masonry blocks (118). Reinforcing connector (10) includes a length of roving (20) composed of filaments (25). Roving (20) is disposed in borehole (50) piercing component (110). Free ends (21,23) of roving (20) protrude from borehole openings (51) and are splayed apart into individual filaments (25). Filaments (25) are attached to surfaces of components (110) with adhesive means (30). Reinforcing connector (10) increases ductility and resistance to lateral forces of structure (100).

Abstract: Devices for joining structural infrastructure and methods of making and using such devices are set forth herein. According to one embodiment, a device for joining structural infrastructure includes first and second flanges and a clip extending from the second flange away from the first flange. The first flange is adapted to be fastened to a first building support member using at least one fastener, and the second flange extends generally perpendicular from the first flange. The clip has an upper end and a wall; the clip upper end couples the clip wall to the second flange. The clip is adapted to secure the device to a second building support member by maintaining a portion of the second building support member between the clip wall and the second flange.

Abstract: A stud bracket is provided and adapted to be secured to a stud in a wall structure. The stud bracket includes a stud receiver having a pair of spaced apart members that define a stud receiving area. In use, a respective stud is inserted into the stud receiving area and the stud receiver is secured to the stud. Extending outwardly from the bracket, on each side, is a holder for receiving and holding an end portion of a reinforcing member. When a series of brackets are secured to a series of studs in a wall structure, a series of reinforcing members are provided in the wall structure with each reinforcing member being supported on one end portion by a holder associated with one bracket, and on the other end portion by another holder associated with another bracket. Hence, when used, the stud brackets support a series of reinforcing members that extend generally between pairs of respective studs of a wall structure.

Abstract: A sheetmetal mud-sill anchor for anchoring a sill plate to a concrete foundation having an embedded leg and a pair of laterally spaced arms connected to the upper end of the leg extending away from the embedded leg. The arms are adapted for bending around a sill member and have fastener openings for connecting the anchor to the sill member.

Abstract: A sheet of high-strength shear wall sheathing with preformed fastener holes (10) is disclosed as a steel sheet (12) with uniformly spaced fastener holes (14) dispersed along the boundary of the sheet. Such a sheet can readily be handled and quickly attached to the framework of buildings for the purpose of bracing wall structures in a single wall sheathing procedure.

Abstract: A construction connector designed to fit column framework members to rapidly construct multi-story buildings is disclosed. In a preferred embodiment, the connector has an elongated main body with two holes at each end. A leveling plate attaches transversely to the body. An angle support member having two ten-gauge steel arms is welded to the bottom portion of the connector. A process for building the multi-story framework is also disclosed. The resulting structure has greatly improved resistance to uplift forces and seismic effects.

Abstract: A connector or clip is provided for connecting a metal stud or other member to a support structure. The connector or clip includes a connecting plate for connecting to the stud or other member. A base plate extends from the connecting plate and is adapted to mount to the support structure. A juncture or fold line is defined between the connecting plate and the base plate. One or more ribs are formed in the base plate and extend generally perpendicular to the juncture. In one embodiment, an upturned edge is formed along one side of the base plate opposite the juncture. Further, a reinforcing member is adapted to be secured to the base plate such that both the base plate and reinforcing member can be secured to an adjacent support surface or structure via a connecting fastener.

Abstract: An integrally formed riser pan member for use as a modular component within an access passageway for an on-site waste disposal system, such as a septic tank, to receivably retain a secondary cover member within, the riser pan member including a cylindrical body having an upper portion having a vertical wall member adapted to receive another modular passageway component thereon, and a lower portion which includes an integral pan portion to seatably receive a secondary cover member. The riser pan member further includes an annular ring between the upper and lower portions. The riser pan member can be employed as a lowermost, a highermost, or as an intermediate component in, for example, an access passageway formed of multiple stackable riser members. In addition, the riser pan member may be formed integrally with a stackable riser member.

Abstract: An adjustable bracket for supporting a first building member extending in a first direction relative to a second building member extending in a second direction, the bracket including a pair of bracket portions, each bracket portion having an attachment flange oriented in a first plane, a side support oriented in a second plane and a base wall oriented in a third plane, wherein the separation distance between the side supports of the respective bracket portions is adjustable to accommodate different thickness of first building members therebetween.

Abstract: The present invention provides a joining structure of a roof truss using thin light-gauge shaped steel. In a joining structure for joining a subsidiary roof with a main roof, a valley bracket formed by bending a thin steel sheet is inserted and disposed in the longitudinal valley direction of a joining member for joining a rafter forming the subsidiary roof with a truss or a rafter forming the main roof. In a joining structure in which a roof truss upper chord member or a rafter intersects a wall on the upper surface of the wall, a bracket formed by bending a thin steel sheet is disposed at the intersection of these members and fixes the roof truss upper chord member or the rafter to the wall.

Abstract: Fastening element for dry construction elements, and method for the production of such a fastening element.

Abstract: A wall either wholly or partially made from a shear-resisting assembly that has a shear transfer device, or plate, disposed between the bottom strut and the underlying foundation. The shear transfer device joins the two anchor bolts, eliminating intermediate foundation bolts by transferring lateral shear loads to the anchor bolts in combination with the bottom strut.

Abstract: A device comprising a carbon-fibre sheet for reinforcing support structures is disclosed, said carbon-fibre sheet terminating in an end fitting, whereby the ends of the carbon-fibre sheet are provided with means for coupling or with a bonding layer. The carbon-fibre sheet lies pressed in the end fitting by means of at least on wedge. Coupling means can take the form of glue, friction material with a particle size of 0.1 1.0 mm, a film provided with friction material, a powder coating or a plasma coating, Methods for reinforcement of support structures with device, with or without pre-stressing are disclosed. The device is characterised in having a high flexibility on arrangement of the support structure for reinforcement and the methods is characterized by a rapid and very economical assembly.

Abstract: Disclosed is a force-applying element including a tensioning anchor for anchoring a tape-shaped material to a support structure. The tape-shaped material is pretensioned by means of the tensioning anchor. An extension element is disposed in the transition area between the tensioning anchor and the tape-shaped material following the tensioning process. The extension element is effectively connected to the tape-shaped material and the tensioning anchor.

Abstract: A splicing member for securing horizontally adjacent siding panels to one another in an abutting relationship includes a first substantially planar member having an upper edge and a lower edge. Each of a pair of flanges extends outwardly from opposed sides of the first substantially planar member proximate the upper edge. A shoulder extends inwardly from the lower edge of the first substantially planar member. A second substantially planar member extends downwardly from an inner edge of the shoulder. A pair of projections extends downwardly from the shoulder and outwardly from the second substantially planar member. A pair of siding panels include a substantially planar member with apertures formed therein and a flange extending rearwardly therefrom. Flanges extend outwardly form sides of the planar member. A shoulder extends inwardly from a lower edge of the planar member and a second substantially planar member extends downwardly from the shoulder.

Abstract: The present invention provides a joining structure of a roof truss using thin light-gauge shaped steel. In a joining structure for joining a subsidiary roof with a main roof, a valley bracket formed by bending a thin steel sheet is inserted and disposed in the longitudinal valley direction of a joining member for joining a rafter forming the subsidiary roof with a truss or a rafter forming the main roof. In a joining structure in which a roof truss upper chord member or a rafter intersects a wall on the upper surface of the wall, a bracket formed by bending a thin steel sheet is disposed at the intersection of these members and fixes the roof truss upper chord member or the rafter to the wall.

Abstract: A masonry coupling system for use in commercial and residential construction is described. In one aspect, the invention includes an anchor channel mounted on a structure. The masonry coupling system further includes a key that interfaces the masonry veneer and interlocks with an anchor channel mounted on a structure.

Abstract: Connection plates for constructing buildings are disclosed herein. In one embodiment, a connection plate includes a generally planar insert member and a support member. Insert member has a first side configured for receipt in a slot defined by a structural member and a second side configured for receipt in a slot defined by another structural member. First and second sides collectively define inner and outer edges. Support member is coupled to first and second sides is generally perpendicular to insert member in two directions. Either (1) a portion of inner edge corresponding to first side is angled relative to a portion of inner edge corresponding to second side and support member is coupled to inner edge; or (2) a portion of outer edge corresponding to first side is angled relative to a portion of outer edge corresponding to second side and support member is coupled to outer edge.

Abstract: Securement bracket including a base plate and a cylindrical body; the base plate (11) and the cylindrical body are of a single piece, the cylindrical body including two opposite walls called median wings (12, 13) in prolongation at 90° from the base plate (11) and two other opposite walls called flaps (16, 17) in prolongation at 90° from the median wings (12, 13), which have at least one opening in which is disposed a tongue (23) provided at the end of the flaps (16, 17). A process for production of such a bracket and cutout plate for the practice of the process are disclosed.

Abstract: A partially manufactured contiguous metal joist hanger is provided for field fabrication into the likeness and function of a contiguous joist hanger of a desired shape. The contiguous metal joist hanger comprises vertical flanged mounting brackets and a horizontal supporting seat positionable integral flange bracket for securing wood framing members at an intersecting joint.

Abstract: A reinforced masonry wall system includes a foundation and layers of masonry block having aligned vertical openings formed therein. Base reinforcing members are set in the foundation and extend upright at a height approximately the same as the height of a masonry block. Covers are placed on the upper ends of the placed reinforcement members to protect the reinforcement members from falling mortar. The wall is built over the base reinforcement members. When additional vertical members are attached, the cover is removed and the ends of the reinforcing member are cleaned. An elongated reinforcing member is inserted through the aligned openings of the masonry blocks and connected to the previously attached reinforcing member. The process can be repeated to construct a wall of increased height with the reinforcing members connected in an end-to-end configuration.

Abstract: A joist support structure that is designed to be embedded in a foundation wall. The joist support structure includes an elongated metal V-shaped base that includes a pair of spaced apart legs that extend upwardly from a vertex. Each leg of the V-shaped base includes an upper end portion. Secured to the upper end portion of each leg is a generally U-shaped joist support that comprises a bottom and a pair of spaced apart sides. When the joist support structure is embedded in a concrete block or poured foundation wall, a joist can be seated in the joist supports and supported by the joist support structure, which is in turn supported by the foundation wall.

Abstract: A connector plate for securing a building frame together with a building foundation comprises a first section that is secured against an outer surface of the building frame and a second section secured to an outer surface of the foundation. In an embodiment, portions of the outer surfaces of the building frame and foundation are substantially flush. The first section and second section of the connector plate are coplanar and each has one or more holes through which fasteners are inserted and driven into the building frame and foundation.

Abstract: Deck Support is an L-shaped bracket with a plurality of holes and a slot for fastening it to a house joist and the deck band board. Ideally, a user secures the first side of the L-shaped bracket to the house joist using nails and/or bolts through the plurality of holes and attaches the second side of the L-shaped bracket to the inside band of the house and band board of the deck utilizing a carriage bolt.

Abstract: An improved connector and connection formed with a seat member that is stiffened by first and second reinforcing flanges and first, second and third back wall members. When used as a hanger, the connector includes a seat member, first, second and third backwall members which are connected to a supporting girder and first and second side members are connected to the seat member. First, second, third and fourth flange arms integrally connected to the third back wall member are connected to up to four supported wood trusses or supported wood framing members which rest on the seat member.

Abstract: A device for replacing a portion of a soleplate where a structural load is concentrated, comprising a base, a stud-supporting means located on top of the base, and at least one soleplate-holding means extending from a side of the base; the at least one soleplate member for holding an adjacently-abutted soleplate section. The stud-supporting means supports a trimmer section or any member, which applies load, on top of the base.

Abstract: A fastener used to attach adjacent, parallel boards to a transverse support structure such as in a deck, dock or similar structure. The fastener consists of two sides that are generally perpendicular to each other. One side is longer with respect to the other resulting in tabs extending out on opposite ends of the fastener. The short side of the fastener is attached to the underside of a board. The board is then turned upright and placed into position. One of the tabs is attached to the support structure. The other tab extends under, and is held down by, a previously installed board.

Abstract: A suspended ceiling comprising a pair of parallel main grid tees, the tees being of the type having its panel supporting flange forming a hollow with a downwardly open slot, a plurality of identical stabilizer bars spacing said main grid tees a predetermined distance, trim strips assembled on said main grid tees, the trim strips each having a first portion hooked into the hollow flange of a respective tee and a second portion abutting a web of the respective tee, the stabilizer bars being arranged to engage opposite sides of reinforcing bulbs of the main grid tees to hold the same against relative lateral horizontal movement from their desired positions, the stabilizer bars engaging the trim strips in a manner that holds their second portions in abutment with the webs of their respective tees. The stabilizer bars are formed of sheet metal and have bendable tabs that can be bent to hold said trim strip second portions in contact with the webs of their respective tees.

Abstract: A universal system (100) for support and positioning of building structural support members (20, 30) includes at least one longitudinally extended base plate (110) and at least one fixing member (120, 122). The base plate (110) has a plurality of slotted openings (116) formed therethrough. The fixing member (120, 122) has a pair of longitudinally spaced upstanding support members (1202, 1222) defining a structural member receiving space (118) therebetween. At least one of the upstanding support members (1202) is formed with a pair angularly extending flanges (132) that are elastically angularly displaceable to pass through a respective slotted opening (116) having corresponding portions (1164) at a different angle (C), and then return to their original angle (D) to prevent reversibly passing back through the slot (116).

Abstract: An improved gutter-cover system has a clip which includes movable jaws and a locking lever for locking a given clip in place on a variety of gutter types.

Abstract: A construction connector incorporating one or more fasteners can be formed by a plate including a plurality of openings, at least one fastener aligned with a corresponding opening in the plate and oriented substantially perpendicular to the plate, and a breakable connection coupling the fastener to the plate. The breakable connection further can comprise a weld. A second fastener also can be aligned with a second corresponding opening in the plate such that it is oriented substantially perpendicular to the plate, and a breakable connection can be used to couple the second fastener to the plate. Additionally, a second plate can be coupled to the plate, wherein the second plate includes at least one opening.

Abstract: A roof truss connector plate is provided comprising a mounting plate portion and an anchor portion extending from the mounting plate portion. The truss connector plate is a portion of a roof anchor safety system. The anchor portion of the truss connector plate allows various safety components of the roof anchor system to be secured to the roof. The truss connector plates are factory installed when the roof truss is formed and provide certifiable anchor capacity to the user.

Abstract: A wire insulation hanger comprises an inner core of rigid wire and includes an exterior coating of a flexible, environmentally-resistant material. The wire insulation hanger is arranged between two adjacent floor joists to secure insulation there between and includes sloped ends for optimizing a surface area between the wire insulation hanger and each adjacent floor joist.

Abstract: Manufacture of roll formed one piece sheet metal grid tees that affords different load ratings with the same gauge and quality of sheet stock and the same overall cross-section dimensions by varying the width of the strip used to make the tees and disposing material added for increased load rating at the area of the hollow reinforcing bulb of the tees.

Abstract: A structural clip includes two connecting legs extending from a resilient spring means with a securing loop at the end of each leg. The angles defined by the legs and by each leg and the spring means when the securing loops are connected to a bottom support member secure that member and a contacting top support member in any spatial relationship one to the other without auxiliary tools. An embodiment useful over a range of support member diameters for perpendicular or parallel reinforcement member alignment, and a method for using the clip also are disclosed.

Abstract: A bracket having a long leg and a base having three layers. A preferred bracket has support sides connecting the long leg and the base. Any bracket may be used to attach any portion of a structure which would tend to be separated from the remainder of the structure by a pulling or pushing force by laterally attaching the long leg to the main portion of the structure and laterally attaching the base to the portion of the structure which would tend to separate. A preferred use is a method of operatively connecting guard rail posts to deck joists or other structural elements.

Abstract: An insulated drop ceiling is provided for a metal building having spaced apart metal purlins with conduit or other structure extending across the purlins. Plastic support members are clipped to the purlins, and have an upper channel to accommodate the conduit, and a lower channel to support ceiling panels from the purlins and below the conduit.

Abstract: A connector for joining a supported member to a supporting member is formed with a series of angularly-joined flanges. The flanges are substantially planar and are substantially vertically oriented, when joining the supported member to the supporting member. The connector allows the end of a supported truss to be connected to a vertical member in the open web of a supporting truss.

Abstract: A connection in wood frame construction such as in frame walls of homes, wood framed apartment buildings and light wood framed commercial buildings. Specifically, the disclosure describes a pair of connectors for joining wall studs to a base plate and to a top plate for framing a wall. The two connectors used in the connection are identical and include an edge member for connection to the edge faces of the stud and the base or top plates, and a face member for engaging the lower face of the base plate or the upper face of the top plate. The face member is joined to the edge member and projects at a right angle thereto. The face member serves the dual purposes of locating the connected at the ends of the studs and of resisting tension forces.

Abstract: A bracket for reinforcing a wooden joist including a body having a central portion with a base wall. An upper portion is integrally formed with the central portion and has a first wall secured to and extending forwardly from the top of the base wall and a second wall secured to and extending from the front of the first wall. A notch in the top of the base wall extends upwardly through the first and second walls. A lower portion is integrally formed with the central portion and has a third wall secured to and extending at right angles from the bottom of the base wall and a fourth wall secured to and extending at right angles from the third wall. A brace is rigidly affixed to the base wall beneath the notch.

Abstract: A bracket for joining at least two spanning members, such as a board and a supporting member, includes a generally planar unitary body having front and rear sections, and a mid-section. The front and rear sections include locking members, which interlock when two brackets are aligned to each other. The bracket allows building of a structure, such as a deck, from top, where the nail or screw heads are hidden.

Abstract: A seismic construction system for a cavity wall is disclosed. The system is shown in three exemplary applications—a masonry backup wall with ladder- or truss-type reinforcement cooperating with a snap-in wire tie; a masonry backup wall with ladder- or truss-type reinforcement with a high-span wall anchor cooperating with a low-profile, snap-in wire tie; and a drywall backup wall with internal insulation, a sheetmetal wall anchor, and snap-in wire ties. The snap-in wire ties accommodate a continuous reinforcing wire for the outer wythe, which reinforcing wire snaps into the wire housings therefor with a predetermined force. With the interconnected wall and veneer anchors and the respective reinforcing elements a seismic construct is formed.

Abstract: A fastener system for securing a grating to an underlying structural support member when the grating experiences extremely high wave pressures. The fastening system includes elongated generally L-shaped connectors for fastening the longitudinal edges of grating sheets to structural members and plate fasteners in a wave zone area of the platform. The plate fasteners have a top plate for mounting on an upper surface of the grating sheets, a bottom plate for attaching to the structural members in a laterally extending direction for supporting the grating sheet and bolt assemblies for clamping the top and bottom plates together in order to secure the grating sheets to the structural members. A combination of the elongated L-shaped connectors and the plate fasteners provide fastening support for the gratings sheets so as to resist vertical and horizontal wave pressures when secured to the supporting members.